桥梁运营管理信息化平台设计关键问题研究

随着公路桥梁建设数量和使用年限的不断增长,公路桥梁开始由快速建设阶段向养护管理阶段过渡.大规模的桥梁建设和巨大的桥梁设施养护需求,从安全、经济、生态环保等方面对公路交通基础设施建设发展提出了更高的要求,而桥梁运营信息化的出现,则为实现桥梁运营规范化管理、降低养护成本提供了切实可行的途径.本文主要对数据标准、数据处理技术、数据存储技术等桥梁运营信息化平台建设的关键技术进行了研究,为桥梁运营信息化平台的建设提供思路和借鉴.     

北美规范与中国规范关于冷弯薄壁型钢C形截面受压构件设计的比较

对比了北美规范CSA S136-07和中国规范GB 50018-2002中关于冷弯薄壁型钢C形截面轴压构件的名义轴压强度。首先介绍了北美规范和中国规范计算名义轴压强度的方法,然后针对控制构件名义轴压强度的2个主要参数,即屈曲应力和有效截面面积,对2本规范进行了深入对比,最后对典型C形墙架柱名义轴压强度进行了比较。研究结果表明：2本规范具有相同的屈曲应力,但依据2本规范计算的有效截面面积却不同;一般来说,根据GB 50018-2002计算的翼缘有效宽度远小于根据CSA S136-07计算的结果,然而依据CSA S136-07计算的腹板有效宽度则略小于依据GB 50018-2002计算的结果;2本规范名义轴压强度不同主要由C形截面翼缘和腹板有效宽厚比不同引起;当翼缘的宽厚比不小于17．8时,构件名义轴压强度的不同主要由翼缘有效宽厚比控制,根据GB 50018-2002计算的名义轴压强度小于根据CSA S136-07计算的结果;当翼缘的宽厚比小于17．8时,构件名义轴压强度的不同则主要受腹板有效宽度控制,依据GB 50018-2002计算的名义轴压强度略大于依据CSA S136-07计算的结果。     

小湾拱坝应力监测资料分析

小湾水电站以发电为主,兼顾防洪、灌溉和库区水运等.坝址处河谷基本对称,河谷深切呈"V"字型.为深入研究小湾拱坝坝体的动、静工作性态,对小湾拱坝坝体进行应力监测;根据应力监测资料进行徐变应力计算,得到实际应力,然后利用作图、特征值统计等定性时空分析方法推断出大坝应力无明显异常;通过分析统计结果以及压应力变量分离模型得到了应力的统计模型.     

抱罐车优化创新设计与应用

针对抱罐车在制造、使用过程中易出现的各种问题,提出相对应的优化设计方法,并予以应用。证明经过创新优化设计后的抱罐车相应性能有了显著提高,指出模块化、智能化、节能、环保、远程监控等将是抱罐车的发展趋势。     

Input-parallel output-parallel configuration of boost half bridge DC-DC converter with control strategy

The concept of connecting two boost half bridge DC-DC converter modules in input-paral- lel output-parallel configuration is presented. The input-parallel-output-parallel （IPOP） converter consists of multiple boost half bridge （BHB） DC-DC converter modules which are connected in par- allel at the input and output side. This kind of converter is an attractive solution for high power ap- plications. The correlation between input current sharing （ICS） and output current sharing （OCS） of the IPOP converter basic modules is described. Two loop control strategies, consisting of input cur- rent loop and output voltage loop, have been developed to achieve equal ICS and OCS in this present work. The control strategy for the IPOP configuration of boost haft bridge DC-DC converter has been verified for different load conditions （half load and full load）, The IPOP system proposed here is comprising of two modules but it can be extended to three or more. The performance of the pro- posed system along with the control strategy is verified by simulation in MATLAB using Simpower tool. Finally the satisfactory simulation results are obtained.     

Effects of laser heat treatment on the fracture morphologies of X80 pipeline steel welded joints by stress corrosion

The surfaces of X80 pipeline steel welded joints were processed with a CO2 laser, and the effects of laser heat treatment （LHT） on H2S stress corrosion in the National Association of Corrosion Engineers （NACE） solution were analyzed by a slow strain rate test. The fracture morphologies and chemical components of corrosive products before and after LHT were analyzed by scanning electron microscopy and energy-dispersive spectroscopy, respectively, and the mechanism of LHT on stress corrosion cracking was discussed. Results showed that the fracture for welded joints was brittle in its original state, while it was transformed to a ductile fracture after LHT. The tendencies of hydrogen-induced corrosion were reduced, and the stress corrosion sensitivity index decreased from 35.2% to 25.3%, indicating that the stress corrosion resistance of X80 pipeline steel welded joints has been improved by LHT.     

Influence of seismic input on response of Baihetan arch dam

The dynamic responses of the arch dam including dam-foundation-storage capacity of water system, using two different earthquake input models, i.e. viscous-spring artificial boundary （AB） condition and massless foundation （MF）, were studied and analyzed for the 269 m high Baihetan arch dam under construction in China. By using different input models, the stress and opening of contraction joints （OCJs） of arch dam under strong shock were taken into consideration. The results show that the earthquake input models have slight influence on the responses including earthquake stresses and openings of contraction joints in different extents.     

Effect of fiber angle on LYP steel shear walls behavior简

Steel shear wall（SSW） was properly determined using numerical and experimental approaches.The properties of SSW and LYP（low yield point） steel shear wall（LSSW） were measured.It is revealed that LSSW exhibits higher properties compared to SSW in both elastic and inelastic zones.It is also concluded that the addition of CFRP（carbon fiber reinforced polymers） enhances the seismic parameters of LSSW（stiffness,energy absorption,shear capacity,over strength values）.Also,stress values applied to boundary frames are lower due to post buckling forces.The effect of fiber angle was also studied and presented as a mathematical equation.     

薄壁波纹钢管混凝土柱局部屈曲性能研究

对一种新型的薄壁波纹钢管混凝土柱进行了低周反复荷载作用下滞回性能试验研究,然后利用ABAQUS进行模拟分析,分析了钢板截面宽厚比、长细比、钢板强度、混凝土强度等4个因素对薄壁波纹钢管混凝土柱局部屈曲的影响规律.试验结果表明:薄壁波纹钢管混凝土柱宽厚比、长细比基本与屈曲荷载成反比,钢板强度与屈曲荷载成正比,混凝土强度基本与屈曲荷载无关.     

NH_4Cl薄层液膜下X70钢腐蚀的电化学研究

采用电化学阻抗法和阴极极化曲线法研究了X70钢在含NH4Cl薄层液膜下的电化学行为.研究了液膜厚度、NH4Cl浓度对X70钢腐蚀行为的影响.结果表明,液膜厚度降低,X70钢腐蚀电位正移,阴极极限扩散电流增大.液膜厚度为130μm时,阴极极限扩散电流达最大值.液膜厚度为130~100μm时,阴极极限扩散电流反而降低.液膜厚度进一步减薄,阴极极限扩散电流又增大.薄层液膜下,NH4Cl浓度增大,阴极极限扩散电流减小,抑制了阴极过程;随着NH4Cl浓度增大,X70钢腐蚀的电荷传递电阻减小,对阳极过程有一定的促进作用,从而加速X70钢的腐蚀速率.